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UDC 628.311.001.24
Shuvalov M. V., Strelkov A. K., Tarakanov D. I., Shuvalov I. S.
On calculating the capacity of surface runoff treatment facilities
(to be discussed)
Summary
It was demonstrated that for the most part of the territory of our country in the process of designing treatment facilities for surface runoff from the territories allotted for settlement and first group industrial areas the daily amount of snowmelt runoff is determinative. To calculate the capacity of the accumulating tanks and treatment facilities using the data on the amount of water in snow cover by the beginning of spring snowmelt is suggested. When using the suggested additions to the method of designing surface runoff treatment facilities the capacity of accumulating tanks increases approximately twice; whereas the capacity of treatment facilities is reduced approximately eightfold. The information on the implementation of the suggested approach in designing and constructing treatment facilities receiving surface runoff from the territory of Tarkett factory manufacturing flooring (Otradnyi, Samara Area) is presented.
Key words
urban runoff , snowmelt runoff , treatment facilities design , accumulating tank capacity , capacity of treatment facilities , additions to the design method
